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Record Nr. |
UNINA9910971308503321 |
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Autore |
Murray E. J (Edward John), <1949-> |
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Titolo |
Unsaturated soils : a fundamental interpretation of soil behaviour / / E.J. Murray, V. Sivakumar |
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Pubbl/distr/stampa |
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Chichester, West Sussex, U.K. ; ; Ames, Iowa, : Wiley-Blackwell, c2010 |
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ISBN |
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9786612654343 |
9781282654341 |
1282654349 |
9781444325041 |
1444325043 |
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Edizione |
[1st ed.] |
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Descrizione fisica |
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1 online resource (304 p.) |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Soil mechanics |
Zone of aeration |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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Unsaturated Soils; Contents; Preface; Acknowledgements; Introduction; Symbols; 1 Properties of Unsaturated Soils; 1.1 Nature and genesis of unsaturated soils; 1.2 Soil variables; 1.3 Particle properties; 1.4 Phase properties and interactions; 1.5 Soil structure; 1.6 Experimental techniques for examining pore size distribution; 1.7 Pore size distribution; 1.8 Conclusions; 2 Suction Measurement and Control; 2.1 Introduction; 2.2 Techniques for measurement of suction; 2.3 Control of suction in laboratory tests; 2.4 Conclusions; 3 Laboratory Techniques; 3.1 Introduction |
3.2 Material selection and specimen preparation3.3 Experimental techniques for volume change and strength measurements; 3.4 Essential measurements; 3.5 Further details of triaxial and stress path testing techniques; 3.6 Conclusions; 4 Background to the Stresses, Strains, Strength, Volume Change and Modelling of Unsaturated Soil; 4.1 Introduction; 4.2 Stresses in soils; 4.3 Strains in soils; 4.4 Constitutive modelling; 4.5 Critical state framework for saturated soils; 4.6 The constitutive Barcelona Basic Model for unsaturated soils |
4.7 Extended constitutive and elasto-plastic critical state frameworks |
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for unsaturated soils4.8 Concluding remarks; 5 Thermodynamics of Soil Systems; 5.1 Introduction; 5.2 Outline of thermodynamic principles and systems; 5.3 Introduction to equilibrium and meta-stable equilibrium; 5.4 Variables of state; 5.5 Extensive and intensive variables; 5.6 The laws of thermodynamics; 5.7 Thermodynamic potentials; 5.8 Thermodynamic potentials in practice; 5.9 Conjugate thermodynamic pairings; 5.10 Influence of a gravitational field; 5.11 Concluding remarks |
6 Equilibrium Analysis and Assumptions in Triaxial Testing6.1 Introduction; 6.2 The minimum principles for the potentials; 6.3 Isotropic loading conditions; 6.4 Anisotropic loading conditions; 6.5 Work input and the thermodynamic potential; 6.6 The thermodynamic potential and axis translation; 6.7 The thermodynamic potential and an aggregated soil structure; 6.8 Conclusions; 7 Enthalpy and Equilibrium Stress Conditions in Unsaturated Soils; 7.1 Introduction; 7.2 Role of enthalpy; 7.3 Enthalpy and Terzaghi's effective stress for saturated soils; 7.4 Enthalpy of unsaturated soils |
7.5 The significance of α7.6 Stress state in unsaturated soils; 7.7 Alternative equilibrium analysis; 7.8 Graphical representation of stress state in unsaturated soils; 7.9 Stress state variables and conjugate volumetric variables; 7.10 Hysteresis, collapse and discontinuities in soil behaviour; 7.11 Conclusions; 8 Shear Strength and Compression Characteristics of Unsaturated Soils; 8.1 Introduction; 8.2 Shear strength and critical state characteristics of unsaturated soils; 8.3 Equivalent strength parameters; 8.4 Compression and critical state characteristics of unsaturated kaolin |
8.5 Modelling of unsaturated kaolin |
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Sommario/riassunto |
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An understanding of the mechanical properties of unsaturated soils is crucial for geotechnical engineers worldwide, as well as to those concerned with the interaction of structures with the ground. This book deals principally with fine-grained clays and silts, or soils containing coarser sand and gravel particles but with a significant percentage of fines. The study of unsaturated soil is a practical subject, linking fundamental science to nature. Soils in general are inherently variable and their behaviour is not easy to analyse or predict, and unsaturated soils raise the complexity to a hi |
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